Cintac, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 400x300x6x18 steel profile weighs 101.9 kg/m (68.47 lb/ft), has a depth of 400 mm (15.75 in), flange width 300 mm (11.81 in). Cross-sectional area: 12,984 mm². Moment of inertia Ix = 41,840.067 cm⁴, Iy = 8,100.655 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 18 mm | 0.71 in |
| Weight | 101.9 kg/m | 68.47 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 12,984 mm² | 20.125 in² |
| Moment of inertia (Ix) | 41,840.07 cm⁴ | 1005.21 in⁴ |
| Moment of inertia (Iy) | 8,100.66 cm⁴ | 194.62 in⁴ |
| Elastic section modulus (Sx) | 2,092 cm³ | 127.662 in³ |
| Elastic section modulus (Sy) | 540.04 cm³ | 32.956 in³ |
| Plastic section modulus (Zx) | 2,261.54 cm³ | 138.008 in³ |
| Plastic section modulus (Zy) | 813.28 cm³ | 49.629 in³ |
| Radius of gyration (rx) | 17.95 cm | 7.067 in |
| Radius of gyration (ry) | 7.9 cm | 3.110 in |
15.0 kN·m
15.0 kN
0.20 mm
L/29753